Site Notes: PLUMBING & DRAINAGE KEY

LEGAL DESCRIPTION

GT AAV

Lot 2, DP423473 Gross Site Area: 385m², more or less Nett Site Area: 330m²

TV FV IJ IB RE CE DP

PLANNING Christchurch City Council (TA) Living Two (L2) Zoning New Dwelling Gross Floor Area (Veneer): 146.70m² Site Coverage: 44.45% (Max Allowable 45%, 5.5m max height)

Levels:

Gully Trap Air Admission Valve (Dia. shown) Terminal Vent (80mmØ min.) Fixture Vent (50mmØ min.) Inspection Junction Inspection Bend Rodding Eye Cleaning Eye Downpipe

SANITARY FIXTURES, WASTE SIZE & GRADIENT

SITE INFORMATION Exposure Zone: 1 (Section 4 - Durability, NZS3604) Wind Zone: R1/T1/Open - MEDIUM (Section 5 - Bracing, NZS3604) Earthquake Zone: B (Section 5 - Bracing, NZS3604) Snow Zone: 4, (0.9kPa) (Section 15 - Snow Loading, NZS3604)

WC WHB Shwr Bath Sink Tub

80mmØ 40mmØ 40mmØ 40mmØ 40mmØ 40mmØ

at at at at at at

1:60 1:60 1:60 1:60 1:60 1:60

gradient gradient gradient gradient gradient gradient

2

Pt Lot74 DP2229 65Ø DP to discharge over Sump

133°21'00", 15.09m

20Ø

all

l11

+

e

8

F

+

0

1.9

1.9 el1

el1

65Ø DP

FFL 12.150

100Ø uPVC F/W drain, min. grade 1:100

.6350

65Ø DP

200

gt

+

ij's 100Ø uPVC S/W drain, min. grade 1:120

2

.9 l11

ij +

65Ø DP

e

+ .86 1.57m

20.72m

Lot2 DP71160

CP1

8 Wildberry St. Covered in a Separate Application

1 el1

Existing Dwelling (130m² Approx.)

CP2 FFL 12.150

1.00m

el1

7 1.9

3000

ib

gt

.1800

65Ø DP's tv

+

43°16'35" (50.66m)

50m² Living Court Site Management (Materials Stockpile Area)

b er

r m tu cho Da An 3 31 ry 11. on + Mas

in

K

Ex. F/W - assumed 100Ø 65Ø DP 28.37m Rodding eyes

Sediment Control 2. Rumble pad to be created at the point of entry & exit on site (removed on completion of formed driveway) 3. Rumble pad to created in accordance with the guidelines provided by the Territorial Authority, and maintained in good condition throughout its duration of use. 4. All ground cover/vegetation outtside of the immediate build area to be maintained throughout period of house build. This includes grass verges on the street frontage. 5. Any stockpiles of soil or excavated material are to be kept to the rear of the site and covered with impervious sheets. 6. Roof Downpipes are to be connected to the installed stormwater drainage as soon as practical once roof cladding has been installed. Until this point, ensure water run-off from downpipes is directed away from build area but not on to neighbouring properties. Steps & Paths

1.72m

Site Management (All weather stabilised access)

+

1.70m

"

'00 07 ° 88 10m 2.

ROW

Sump

.91

.1800

Site Management (Sediment Control Fence)

6 1.4 el1

7. Any step(s) or appropriate landscaping is to be provided if drop from external doors is greater than 190mm from FFL to FGL. 8. All access routes must provide a nonslip surface in accordance to NZBC D1/AS1 Table 2.

WILDBERRY STREET

CP4

1 el1

ply sup Fa r ll te wa

29.86m

+

1.00m

CP3

65Ø DP

.90

133°16'35" (15.09m)

43°16'35" (50.65m)

+

1000

1

el1

.99

9.19m 133°21'00" (13.37)

ib

3080

Gas supply via refillable bottles

6 1.9 el1

20.79m

133°21'00", 3.42m

gt & tv +

New Driveway - min. Asphaltic seal on compacted basecourse

200

Service Court

1. All indicated levels are deemed correct at the time of printing and relative to the datum provided.

DRAINAGE NOTE 9. Stormwater & Foulwater are to be connected to territorial authority (council) laterals at street boundary. Verify position of laterals on site by inspection. 10. All pipes passing through concrete shall be protected with "Denso Tape" or similar product. 11. Pipes shall be installed with expansion joints as per NZS7643, Chapter 8.

Ex. S/W - assumed 100Ø

PLUMBING NOTE

Lot1 DP71160

12. Hot water pipes are to be sized according to NZBC G12/AS1 & NZS 4305:1996. 13. Mains Pressure; 15mmØ pipe allows for 12m maximum pipe length.

SITE & DRAINAGE PLAN SCALE 1:200 Do not scale from this drawing. The Contractor shall check all dimensions on site prior to, and throughout, the project works. If in doubt, consult with the Designer. This drawing and any associated documents remain the Copyright © and Intellectual Property of BaileyWalters Limited, and may not be used for any other purpose than that agreed with the Client, without the prior written authorisation of BaileyWalters Limited.

Rev:

Date:

Issue:

Project:

3 Bedroom Residence

2 1

23/12/09 09/11/09

Site Coverage Corrected Building Consent Application

at 8a Wildberry Street, Woolston for Chris Sinclair

bailey|walters building design : drafting : management

PO Box 33-307 Barrington, Christchurch 8244 Ph: 03 339 8944 Mob: 027 365 1860 Fax: 03 339 8947 Email: [email protected]

Drawing Title:

Scale:

Site, Drainage & Plumbing Plan Drawn:

MW/GP

Checked:

MW

Issue:

1:200 Project No:

249 Issue Date:

23/12/09

B/Consent Sheet No:

A01 Revision

(2)

GENERAL NOTES 14100 OVER PERIMETER FOOTING 6780

sq

Garage door rebate 200x25 rebate extending 90mm beyond rough opening of door

re 240

SCJ

SCJ

SCJ

SCJ Suggested location of 5x2mm sawcut shrinkage control joint (SCJ), formed in accordance with NZS3604, Section 7.5.8.6

2/D10x1200 long supplementary reinf. to internal cnr's as shown

e

r

k

sq

c he

Note: confirm sizing & positioning of all sanitary fittings before Sink 32Ø AAV setout of wastes

SHR

900x1200 formed floor shower.

Bath

GT

40Ø wastes @ 1:40

GT 80Ø wastes @ 1:60

SCJ

100mm thick 20MPa concrete slab reinforced with 665 mesh - 30min top cover, over 0.25mm polythene DPM on washed GAP20/40 round hardfill laid in 150max compacted layers.

110mm rebate for brick veneer. Brick edge overlap should be 10mm with 50mm cavity. 3730

4.

Maximum plan dimension between shrinkage control joints is 6m where 665 mesh is specified. Form shrinkage control joints in accordance with NZS3604:1999 Section 7.5.8.6

5.

Avoid construction/shrinkage control joints under any floor areas finished with tiles. No shrinkage control joints to be placed under framed walls that contain bracing elements.

6.

Supplementary reinforcing shall be installed to internal corners not intersected by shrinkage control joints. Reinforcing shall be 2/D10 x 1200 long bars positioned at a 45° angle to each face of the corner.

8.

Concrete slab FFL shall be the following heights above finished ground level (FGL): Brick Veneer - 100mm to sealed surfaces, 150mm to unsealed ground Other Claddings - 150mm to sealed surface, 225mm to unsealed ground

8.

Concrete slab FFL shall be the following heights above finished ground level (FGL): Brick Veneer - 100mm to sealed surfaces, 150mm to unsealed ground Other Claddings - 150mm to sealed surface, 225mm to unsealed ground

GT

110

WC

SHR

All concrete to strip footings, foundation walls, slabs, pads & thickenings shall have a minimum compressive strength of 20MPa at 28 days standard curingas specified within NZS3109 & NZS3124. In sea spray zones this strength shall increase to 25MPa where concrete is exposed to the weather.

FFL 12.150

SCJ

WHB

40Ø wastes @ 1:40

3.

2490

1300

PLUMBING NOTE

Foundation plan to be read in conjunction with the foundation details provided; refer to detail sheets at the back of the set.

240

240

WHB

SCJ

300x200min deep slab thickening

WHB 80Ø waste @ 1:60

.10180

32Ø AAV's to both WHB's or 50Ø fixture vent central in wall between

c

40Ø waste @ 1:40

240

12. Hot water pipes are to be sized according to NZBC G12/AS1 & NZS 4305:1996. 13. Mains Pressure; 15mmØ pipe allows for 12m maximum pipe length. 14. Supply and Install 270L electric mains pressure hot water cylinder complete with; pressure reducing, tempering and relief valves, seismic restraints & 20Ø sludge pipe to discharge over the nearest gully trap. Hot water at point of supply to be tempered to 55° C max.

25

2 .19

WC 40Ø AAV or 50Ø FV HWC

2.

SCJ

fo

30

SCJ

ver ty o emp T n to drai arest G ne

9. Stormwater & Foulwater are to be connected to territorial authority (council) laterals at street boundary. Verify position of laterals on site by inspection. 10. All pipes passing through concrete shall be protected with "Denso Tape" or similar product. 11. Pipes shall be installed with expansion joints as per NZS7643, Chapter 8.

30x100 deep rebate at entry only

r ua

HWC

13070 OVER PERIMETER FOOTING

DRAINAGE NOTE

Refer to the notes on Sheet A00 in addition to those shown on this sheet for reference to Compliance, Co-ordination of Documentation and General Notes.

5700

r

ua

1:60 gradient 1:40 gradient 1:40 gradient 1:40 gradient 1:40 gradient 1:40 gradient

SCJ

at at at at at at

fo

400

80mmØ 40mmØ 40mmØ 40mmØ 40mmØ 40mmØ

k

Tub

Interior face (dashed line) of 240mm wide perimeter footing

ec

2490

SANITARY FIXTURES, WASTE SIZE & GRADIENT

ch

.6070

GT 5

300sq. proprietary (Type 1 E1/AS1) yard sump/silt trap 555

.19

22

WC WHB Shwr Bath Sink Tub

Form conc. dish drain with 100mm channel to fall 1:150 towards sump/silt trap

40Ø waste @ 1:40

1. 1180

4980 GARAGE DOOR REBATE

3300

SCJ

2840

240

TV FV IJ IB RE CE DP

Gully Trap Air Admission Valve (Dia. shown) Terminal Vent (80mmØ min.) Fixture Vent (50mmØ min.) Inspection Junction Inspection Bend Rodding Eye Cleaning Eye Downpipe

SCJ

GT AAV

165

PLUMBING & DRAINAGE KEY

7880

FOUNDATION & PLUMBING PLAN SCALE 1:100

Do not scale from this drawing. The Contractor shall check all dimensions on site prior to, and throughout, the project works. If in doubt, consult with the Designer. This drawing and any associated documents remain the Copyright © and Intellectual Property of BaileyWalters Limited, and may not be used for any other purpose than that agreed with the Client, without the prior written authorisation of BaileyWalters Limited.

Rev:

Date:

Issue:

Project:

3 Bedroom Residence

2 1

19/01/10 09/11/09

Response to Council RFI Building Consent Application

at 8 Wildberry Street, Woolston for Chris Sinclair

bailey|walters building design : drafting : management

PO Box 33-307 Barrington, Christchurch 8244 Ph: 03 339 8944 Mob: 027 365 1860 Fax: 03 339 8947 Email: [email protected]

Drawing Title:

Scale:

Foundation Plan Plumbing Plan Drawn:

GP/MW

Checked:

MW

Issue:

1:100 Project No:

249 Issue Date:

19/01/10

B/Consent Sheet No:

A02 Revision

(2)

GENERAL NOTES

NOTE 2840

3300

6560

1180

H1/AS1 ENERGY EFFICIENCY 90 90

90

2890

610

90

6000

800sq. ceiling access

Silencer Batts

810

1500sq. bath 1000 dp x900

BB A06

3330

SCALE 1:100

90

910 90 1530

1710

90

Refer to the Truss manufacturers documentation for any additional structural information regarding trusses, supporting walls and lintels.

5.

Building Paper shall be "Thermakraft Cover-Up"

6.

All walls & ceilings to be lined with 10mm "Gib Standard". Wet Areas to be lined with "Gib Aqualine".

7.

30minute Fire Rated Wall to be lined with 13mm "Gib Fyreline" both sides of framing extended to underside of the roofing. Install and finish wall in accordance with the Gib Technical Bulletin; "Gib Residential Boundary Walls"

8.

CA rated downlights to be used unless otherwise stated.

9.

All glazing to be compliant with NZS4223.

2680

1300

11. All Domestic Smoke Alarms to be compliant with any of the following standards: UL217, ULCS531, AS3786 or BS5446 Pt1. Alarms shall be fitted within 3m of any Bedroom/Sleeping space and on exitways.

AA A06

90

4710

90

12. Install ceiling mounted extractor fan to WC. Connect via timer to light switch, duct through roof space to exhaust through roof. Fan capacity to be min. 25L/sec.

90

3510

4.

10. All hard floor finishes shall comply with NZBC D1/AS1 Table 2. Floor Tiles where specified to be non-slip with a slip co-efficient value of 0.35 - 0.65 for grit finished ceramic tiles.

dp

2250x2300

Floor Heating Install selected heating mats for tiled floors in the Ensuite and Bathroom

gt

1710

2250x400

dp

900sq. shr

90

FAMILY

KITCHEN

90

'ROBE

CH2700

High pressure plastic laminate benchtop (e.g. Formica) 2250x400

ENS'

gas hob gas u/b oven r/h over

900x 1200 SHR

Interior Framing shall be 90x35 MSG8 chemical free; studs at 600crs, dwangs at 800crs. H3.1 bottom plates where bracing hold down is required, and to wet areas.

90 900 90

DINING sink

rf

whb

whb

p'try

1400x2300

BATH'

Silencer Batts

Silencer Batts 710 CS

710 CS

1000x800

2300

2100

700

90 1020

Formed floor tiled shower

90

.2680

BED'1

dp

FLOOR PLAN

whb

810

90 Foundation Type: Reinforced concrete slab and footings Wall Cladding: 70 Series Brick Veneer, Hardies "Monotek" to over gables - all rendered with "Plaster Systems" acrylic plaster (Finish selected by owner) Roof Cladding: Selected profile longrun CS roofing, pitch 15°, 4.5mm "Hardiflex" soffits linings with uPVC jointers Insulation: R2.6 "Pink Batts" to walls, R3.6 "Pink Batts" to ceilings.

Head opening to ext. windows/doors in this room is 2450mm

90

270L Elect. HWC

gt

PROJECT INFORMATION:

Cantilevered 190x90 lintel dp

2150 x900

2450x2400 BiFold

Bulkhead

Silencer Batts Extract fan to WC, see notes

Canopy over, refer to details

810

DSA CH2400

810

810

90 90

.3900

.9960

BED'3

810

900 90

1400x2300

3010

Silencer Batts

90 2900

BED'2

R2.6 "Pink Batt' insulation to garage partition walls

.5780

90

GARAGE

5610

dp

90

2150 x900

1400x1500

3.

200PFC over 2150x4800 Sectional Garage Door

90

gt

610

400

dp

L'DRY

dp

2510

2600

90

30minute fire rated wall - see note

2/45Kg re-fillable gas bottles, installed complete with CS rainhood

Exterior framing shall be 90x45 H1.2 MSG8 with bot studs and dwangs at 600crs. H3.1 bottom plates and H1.2 top plates.

1090 90

AA A06

Central Heating Install ducted gas fired central heating to all areas except garage

2.

90

.12960 over framing

2750

Refer to the notes on Sheet A00 in addition to those shown on this sheet for reference to Compliance, Co-ordination of Documentation and General Notes.

5700

90

6380

1.

.5960

This project is compliant with the schedule or calculation methods of described within NZS4218, and thus is compliant with H1/AS1 NZBC. Refer also to the compliance report separate to these drawings.

.4000

1.

2710

7660 13880 over framing

GROSS FLOOR AREA OVER FRAMING: 141.25m² GROSS FLOOR AREA OVER VENEER: 146.70m²

Do not scale from this drawing. The Contractor shall check all dimensions on site prior to, and throughout, the project works. If in doubt, consult with the Designer. This drawing and any associated documents remain the Copyright © and Intellectual Property of BaileyWalters Limited, and may not be used for any other purpose than that agreed with the Client, without the prior written authorisation of BaileyWalters Limited.

Rev:

Date:

Issue:

Project:

3 Bedroom Residence at 8 Wildberry Street, Woolston

1

09/11/09

Building Consent Application

for Chris Sinclair

bailey|walters

Drawing Title:

Scale:

Floor Plan

Project No:

building design : drafting : management PO Box 33-307 Barrington, Christchurch 8244 Ph: 03 339 8944 Mob: 027 365 1860 Fax: 03 339 8947 Email: [email protected]

Issue:

1:100 249

Drawn:

MW/GP

Checked:

MW

Issue Date:

09/11/09

B/Consent Sheet No:

A03 Revision

(1)

GENERAL NOTES

M

N

O

A

P

A1/GS1(10)/3.0m

1.

Refer to the notes on Sheet A00 in addition to those shown on this sheet for reference to Compliance, Co-ordination of Documentation and General Notes.

2.

Braced panels shall be fabricated to comply with all relevant "BRANZ" appraisal certificates and fixed in accordance with the manufacturers instructions. Refer to the bracing calculations for additional information.

3.

Bracing Key:

A1/GS1(10)/3.3m

P3&4/GS1(10)/0.4m

A1/GS1(10)/2.4 (example)

C2/GS1(10)/3.0m

M1/GS1(10)/1.8m

D1/GS1/2.7

P2/GS1(10)/1.8m

Refer to the calculations for height, and individual bracing element details for fixing.

C1/GS1(10)/2.7m

13mm Gib Standard plasterboard fixed to form a ceiling diaphragm (diagonal hatched area only) O1/GS1(10)/3.0m

D

A1 = Brace Grid Identification GS1(10) = Brace Element Type 2.4 = Brace Element Length

N1/GS1(10)/2.1m

E

E1/GS1(10)/1.4m

E2/GS1(10)/1.8m

P1/GS1(10)/1.8m

C

B2/GS1(10)/1.8m O2/GS1(10)/3.0m

M2/GS1(10)/0.9m

B1/GS1(10)/2.7m

N2/GS1(10)/3.0m

B

Where;

F1/GS1(10)/1.5m

F

WALL BRACING PLAN SCALE 1:100

Do not scale from this drawing. The Contractor shall check all dimensions on site prior to, and throughout, the project works. If in doubt, consult with the Designer. This drawing and any associated documents remain the Copyright © and Intellectual Property of BaileyWalters Limited, and may not be used for any other purpose than that agreed with the Client, without the prior written authorisation of BaileyWalters Limited.

Rev:

Date:

Issue:

Project:

3 Bedroom Residence

2 1

19/01/10 09/11/09

Response to RFI Building Consent Application

at 8 Wildberry Street, Woolston for Chris Sinclair

bailey|walters

Drawing Title:

Scale:

Wall Bracing Plan

Project No:

building design : drafting : management PO Box 33-307 Barrington, Christchurch 8244 Ph: 03 339 8944 Mob: 027 365 1860 Fax: 03 339 8947 Email: [email protected]

Issue:

1:100 249

Drawn:

MW

Checked:

Issue Date:

09/11/09

B/Consent Sheet No:

A04 Revision

(2)

GENERAL NOTES

5.5m max. allowable height at 45% max site coverage

la

Cantilevered lintel for canopy dashed

15°

15°

n

sio

°R 37

es ec

ece

Galv. veneer lintel shown thus

°R

nP

io ss

ne Pla

600 "Monotek" & Plaster

sg

sg

45° MB

900

sg

D6 A18

B'dry

B'dry

VL2

4888 approix. above natural ground

ne

50

Selected CS gutter & fascia system. Provide 10mm gap between gutter & fascia for overflow. Min gutter catchment of 4000mm²

FFL12.150

0.40mm BMT CS longrun roofing, profile as selected by owner

1.

Refer to the notes on Sheet A00 in addition to those shown on this sheet for reference to Compliance, Co-ordination of Documentation and General Notes.

2.

POWDER COATED ALUMINIUM JOINERY

Install galv. tensioned metal strip diagonal bracing over top of rafters

Exterior windows and doors will bew fabricated from powder coated aluminium joinery, unless otherwise stated. All joinery shall be constructed to compy with NZS4211 All units (except un-insulated garages) will be double glazed. Grade "A" safety glazing to be provided to glazing greater than1200mm in height and as otherwise required by NZS4223. Provide colour matched hardware and H3.1 timber reveals suitable for paint finish. Provide "WANZ" support bars to all sliding door and window units.

5.5m max. allowable height at 45% max site coverage

e

lan

e °R

Selected pressed metal garage door

37

200

2755 top plate & u/side of truss

NORTH EAST ELEVATION

Canopy over entry door, refer to sections

nP sio s ce

SCALE 1:100

5.5m max. allowable height at 45% max site coverage

37

e an

n

°R ece ss ion P

Pl

io ss

e ec

15° pitch

0°

2450 top plate

VL1

6 (Low Risk) B'dry

NZBC RISK MATRIX SCORE (E2/AS1 & H1/AS1 EAST): =

o,sg 600

lan

Concrete footings, shown dashed

e

R

O - indicates obscure glazed units SG - indicates safety glazed units R - indicates restrictor stays fitted to opening sashes, 100mm max opening.

5

SOUTH EAST ELEVATION

45° pitch

SCALE 1:100

VL1

NZBC RISK MATRIX SCORE (E2/AS1 & H1/AS1 NORTH): =

sg

PC aluminium joinery, double glazed (except garage). All glazing compliant with NZS4223

SOUTH WEST ELEVATION

Selected 70series clay brick veneer over 50mm cavity. Apply "Plaster Systems" high build acrylic plaster system over, finish as selected by owner

Hardies "Monotek" fibre cement substrate fixed over 20mm drained cavity. Apply "Plaster Systems" high build acrylic plaster system over, finish as selected by owner

600 o/h

H1/AS1 ENERGY EFFICIENCY This project is compliant with the schedule or calculation methods of described within NZS4218, and thus is compliant with H1/AS1 NZBC. Refer also to the compliance report separate to these drawings.

2 (Low Risk)

B'dry

o,sg B'dry

3.

D2 A18 5.5m max. allowable height at 45% max site coverage

37

°R ece ss

ion

Pla n

e

SCALE 1:100

600 o/h

NZBC RISK MATRIX SCORE (E2/AS1 & H1/AS1 WEST): =

6 (Low Risk)

4.5mm "Hardieflex" soffit lining with uPVC jointers VL1

Veneer Lintels: VL1 = 60x60x6 Galv. Angle VL2 = 80x80x6 Galv. Angle

B'dry

Selected timber entry door in PC aluminium frame

NORTH WEST ELEVATION SCALE 1:100 NZBC RISK MATRIX SCORE (E2/AS1 & H1/AS1 SOUTH): =

6 (Low Risk)

6mm "Hardiflex" panels fixed over 19mm vert. cavity battens, to exterior of 30minute fire rated wall.

D3 A18

Position of refillable gas supply bottles c/w CS rainhood

Do not scale from this drawing. The Contractor shall check all dimensions on site prior to, and throughout, the project works. If in doubt, consult with the Designer. This drawing and any associated documents remain the Copyright © and Intellectual Property of BaileyWalters Limited, and may not be used for any other purpose than that agreed with the Client, without the prior written authorisation of BaileyWalters Limited.

Rev:

Date:

Issue:

Project:

3 Bedroom Residence at 8 Wildberry Street, Woolston

1

09/11/09

Building Consent Application

for Chris Sinclair

bailey|walters

Drawing Title:

Scale:

External Elevations

Project No:

building design : drafting : management PO Box 33-307 Barrington, Christchurch 8244 Ph: 03 339 8944 Mob: 027 365 1860 Fax: 03 339 8947 Email: [email protected]

Issue:

1:100 249

Drawn:

GP

Checked:

MW

Issue Date:

09/11/09

B/Consent Sheet No:

A05 Revision

(1)

Hardies "Monotek" over 20mm drained cavity, "Plaster Systems" acrylic high-build plaster finish - refer to each manufacturers documentation

GENERAL NOTES 1.

°

CS barge & cap flashing

ss

ce re ion ne

pla

15°

600

90 420 90 Refer to Construction Details on Sheet A18

R3.6 "Pink Batt" insulation laid over ceiling battens

CROSS SECTION AA

Refer to Construction Details on Sheet A18

Hardies Monotek cladding over 20mm drained cavity, refer to manufacturers documentation included

SCALE 1:50

Roof Truss

Fold end of CS roofing to form integral apron flashing 19mm H3.2 CD grade plywood sarking fixed with SS screws over ex. 45mm H3.2 fillets at 400crs.

4.5mm "Hardiflex" soffit lining with uPVC jointers